无条件稳定的英文

• unconditional stability
• unconditionally stable

• "无条件"英文翻译    unconditional; without preco ...
• "稳定"英文翻译    stabilize; steady
• "无条件稳定的" 英文翻译 :    unconditionally stable
• "无条件稳定性准则" 英文翻译 :    unconditional stability criterion
• "无条件稳定准则" 英文翻译 :    unconditional stability criterion
• "无条件稳定的放大器" 英文翻译 :    unconditionally stable amplifier
• "条件稳定" 英文翻译 :    conditional stability; conditional stable; conditionally stable
• "条件稳定的" 英文翻译 :    conditionally stable
• "条件稳定性" 英文翻译 :    conditional stability
• "条件稳定常数" 英文翻译 :    conditional stability constant
• "条件稳定电路" 英文翻译 :    conditional stable circuit; conditionally stable circuit
• "条件稳定函数" 英文翻译 :    conditionally stable function; function
• "条件稳定系统" 英文翻译 :    conditionally stable systems
• "线性系统的条件稳定性" 英文翻译 :    conditional stability of a linear system; conditionally stable system
• "无条件" 英文翻译 :    unconditional; without preconditions; unreserved 无条件服从命令 absolutely obey orders; 无条件背书 unconditional endorsement; unqualified endorsement; 无条件承兑 unconditional acceptance; unqualified acceptance; absolute acceptance; 无条件刺激 unconditioned stimulus; 无条件担保 absolute guaranty; 无条件订货 unconditional order; 无条件兑换能力 unconditional liquidity; 无条件反射 [生理学] unconditioned reflex; 无条件交货 free delivery; unconditional delivery; 无条件接受 absolute acceptance; 无条件投降 unconditional surrender; 无条件销售 absolute sale; 无条件指令 imperative statement; 无条件转让 absolute conveyance; absolute assignment
• "爱你无条件" 英文翻译 :    (p.s.) yc
• "毫无条件" 英文翻译 :    makes no condition
• "无条件安全" 英文翻译 :    discretionary security
• "无条件保函" 英文翻译 :    unconditional l/g; unconditional l／g
• "无条件背书" 英文翻译 :    absolute endorsement; unconditional endorsement; unqualified endorsement
• "无条件承兑" 英文翻译 :    absolute acceptance; clear acceptance; unconditional acceptance; unqualified acceptance
• "无条件承诺" 英文翻译 :    absolute promise
• "无条件刺激" 英文翻译 :    ucs; unconditioned stimulus，us
• "无条件大赦" 英文翻译 :    absolute amnesty
• "无条件担保" 英文翻译 :    absolute guaranty

• This method possesses many merits , such as a fast calculation speed , smaller storage capacity , unconditional stability , and so on
  它具有运算速度快，存储量小，无条件稳定等优点。
• The highly precise direct integration scheme is used for solving modal dynamic differential equation of the structure and a dynamic load identification method by the modal respondence is proposed
  采用无条件稳定的精细逐步积分法求解结构的模态动力学微分方程，构造了通过结构的模态响应直接反求荷载列阵的迭代算法。
• ( 8 ) six branches of the flow in a rotating square duct are obtained . the limited points of every branch are different for different dean number . an eight - vortex phenomenon is also found
  （ 8 ）对于正方形截面的分叉问题，本文得到六种无条件稳定和对称稳定的流动分支， dean数不同，流动分支的极限点不同，发现正方形截面最多可以存在八个涡。
• This paper studies nonlinear dynamic problems of tall building structures , first , constitutes linear dynamic equation and elasto - plastic dynamic equation of structure by using qr method , later , solves the dynamic equation by using spline unconditional stable algorithm , last , programs corresponding computer programs with c program language , and calculates some example and a tall building in constructing the courses and the results prove that qr method is not only simple in calculating and fast in constringency rate , but also precise , that qr method is a effective and economic new method
  本文研究高层建筑结构弹塑性动力问题，先利用qr法建立了结构线性动力方程及弹塑性动力方程，然后利用样条无条件稳定算法求解了动力方程，最后利用c语言编写了相应的计算程序，计算了一些例题和分析了一个工程实例。 qr法在理论上及方法上不用有限元法及流动法则，避免了这些传统方法在分析非线性问题时所带来巨大困难的缺陷。计算结果表明，这种方法不仅计算简便，而且精度高，收敛速度快，是一种经济有效的新方法。
• In order to solve the static , dynamic and material nonlinear problems of mega - frame structure , this paper analyzes mega - frame structure by qr - method and sets up a new computational form . in this paper , the author adopts the method of repeated increment and no limit stabilization to handle t he elastic - plastic rigid equation and dynamic equation
  然后，利用qr法对巨型框架结构进行分析，解决该结构的静力、动力及材料非线性问题，利用增量迭代法及样条无条件稳定算法分别求解弹塑性刚度方程及动力方程，建立了高层巨型框架结构分析的新的计算格式。
• Secondly the author ' s study are introduced in this paper . the author study mainly the linear static and dynamic , elastic - plastic static and dynamic problems of cfst arc - bridge . firstly , the author establish the linear static equation on the based of the rigid equation of element by qr - method , and then analysis the inner force of arc bridge , establish the linear dynamic equation and elastic - plastic rigid equation and dynamic equation , then solve respectively the elastic - plastic rigid and dynamic equation by the method of repeated increment and no limit stabilization , arithmetic
  本文主要研究大跨度钢管混凝土桁架拱线性静力问题和线性动力问题以及弹塑性静力问题和弹塑性动力问题，先利用qr法按照梁单元的刚度方程建立桁架拱的线性静力方程，进行桁架拱内力分析，建立桁架拱线性动力方程、弹塑性刚度方程及弹塑性动力方程，然后利用增量迭代法及样条无条件稳定算法分别求解弹塑性刚度方程及动力方程。
• In the models , the time dependent parabolic equations , deduced from the mild slope equations with currents or not , are used as the governing equations . based on the general conditions for open and fixed natural boundaries with an arbitrary reflection coefficient and phase shift , the boundary conditions for the present models are treated . the alternative direction implicit method is used to solve the governing equations and the numerical schemes are unconditional stable
  在建立模型时，将原始的椭圆型缓坡方程的近似型式? ?依赖时间变化的抛物型方程，作为控制方程；从将开边界条件、不同反射特性的固壁边界条件相统一的表达式出发，对边界条件进行处理；用adi法数值求解控制方程，格式无条件稳定；节省了计算机内存和计算量。
• At first , the author establish the linear and geometric nonlinear static equation on the base of rigid equation of element by qr method and analysis the inner force of spatial lattice structures , and establish the linear and material nonlinear dynamic equation and solve these equations by the method of no limit stabilization
  建立网壳结构的线性静力方程和几何非线性静力方程，进行了静力性能分析；建立线性动力方程和材料非线性动力方程，用样条无条件稳定算法分别对其进行求解。